Influence of the number of through lane groups on saturation flow rates at signalized intersections

Proceedings of the Conference on Traffic and Transportation Studies, ICTTS

Volumn 383, Issue , 2010, Pages 285-294

  Zhang, Wanchao ^a   Wang, Yang ^b   Yang, Xiaokuan ^b  

^a BEIJING UNIVERSITY OF TECHNOLOGY   (China)

^b NONE

Author keywords

Adjustment factor; Number of lane; Saturation flow rate; Signalized intersection

Indexed keywords

ADJUSTMENT FACTOR; CAPACITY ISSUES; DEFAULT VALUES; NUMBER OF LANES; QUADRATIC FUNCTION; QUEUE LENGTHS; SATURATION FLOW RATES; SIGNALIZED INTERSECTION; STATISTICAL SIGNIFICANCE; TRAFFIC CONDITIONS;

REGRESSION ANALYSIS;

TRAFFIC SIGNALS;

EID: 77958055362     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41123(383)25     Document Type: Conference Paper

References (4)

1. Ackeret, K. W. (1996). Analysis of Saturation Flows at Single, Dual and Triple Left-Turn Lanes, Ph.D. dissertation, Univ. of Nevada, Las Vegas.
2. Courage, K., Stephens, B., Gan, A. and Willis, M. (2002). Triple Left-Turn Lanes at Signalized Intersections, Final Report Prepared For The Florida Department of Transportation.
3. Sando, T. and Moses, R. (2009). "Influence of intersection geometrics on the operation of triple left-turn lanes." Journal of Transportation Engineering, ASCE.
4. Transportation Research Board. Highway Capacity Manual 2000, National Research Council, Washington, D.C.